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HomeMy WebLinkAbout0112 WINGFOOT DRIVE +' _c " , . t z r a :,,, 1!(...., : Town of Barnstable ' TINTT • � � v d.,",. t e-R fain rl on J`ob"nd`thisCardIVlustb'e Kept"5 ost its Card So'That t is Uls*le rdrn the Street, ppro e I ns M s f p *e P,.osted Until Final ins ectlor Has:B,eeen,.Made. k i. .g N.,F 000 N Y 5 'K ____ Building `36g¢- :' �, „� ., ,..r, .;.,. � � ,<. a ,,� .... ,.� -c , ,1ur3R cWh,mtp Ce;lial ekl 010 cu anc- Re aired;such Build ng sh 1l Not be Occu red unttl.a, inal Inspection has been°made i Per I lit Permit NO. B-17-3007 Applicant Name: EASTWARD COMPANIES BUSINESS TRUST Approvals , Date Issued: 09/14/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/14/2018 Foundation: Location: 112 WINGFOOT DRIVE,BARNSTABLE Map/Lot: 349 083 Zoning District: RF-1 Sheathing: Owner on Record: CONNORS,KATHLEEN A % IcitroiLme: EASTWARD COMPANIES Framing: �p/G e- Address: 170 JAMESTOWN ROAD °It '• BUSINESS TRUST l''''';':'',':. 4'''.: 'n„ii:INVIW,::•'•"-,,'"::"'''::';i'.Contractor License 107029 LEOMINSTER,MA 01453 - z 1, Chimney: ` ti Est Pi O ect Cost $75,000.00 +> Description: replacing windows,siding,roofing,deck in rest renovating kitchen, 1 ; t a„ 4"-- t ,� q A�` �; t Insu�t'o dining and living rooms. renovating bathroom on first floor r 4-Nermit fee: $432.50 • �)g e€,,•Cyi51� e a Project Review Req: replacing windows,siding,roofing,deck in rent renovating fee Pald: $432.50 Final j 3/ 61,052 � kitchen,dining and living rooms. renovating bathroom `n first : ,eel-. bi i cP- ti, k Date. 9/14/2017 floor Plumbing/Gas l � , a �......e _ Rough Plumbing: u ": Final Plumbing: at �- Building Official � Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by ix mon this permit is commenced within six after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. . Final Gas: All construction,alterations and changes of use of any building and str: ctures�shall be in compliance with the local zoning laws and codes. This permit shall be displayed in a location clearly visible from access st eetor road and shall be maintained opentfpr public inspection for the entire duration of the work until the completion of the same. = Electrical z eX r ,x n Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Build ng and:F re Officiais are p pvidc�oithis permit. Minimum of Five Call Inspections Required for All Construction Work �4 ` �� ��, ,�. ��. .; ' Rough: 1.Foundation or Footing �� 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection • Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy • Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector hasapproved the various stages of construction. , "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department • Final: Building plans are to be available on site _ All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TQWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 3 3 Application # s8 O Pp /7��3 Q�- Health Division BUILDING DEPT. Date Issued. O9'' /9 / 7/Wick Conservation Division Application Fee Planning Dept. 101 Permit Fee 9 qoZ, SQ Date Definitive Plan Approved by Planning Board .l{IVf0//I:1'...':1391 K. (DBE t t49 pcepv Historic - OKH 'Z__ Preservation/Hyannis — ER/War-0 — \ Project Street Address l i Z W I t G-FC0-1' Village • - 01A—A51- le Owner 0-1-vh-bZ:.k1 �. �8�tis��S .Address L 7 0 JA'��W7�T � �c '�-► Telephone q��—537- 07 n Permit Request 1`"��WIk& Ut �,S1DjofG-� � r f r_ -u-trn r_zxf5 N, Dim N G &LTD .�u KVG-. ac c - ,6A1.f.2 613AA ot3 e.12s1' - - Square feet: 1st ,l floor: existing proposea zna boor: existing proposed Total neJv ' Zoning District ` '� Flood Plain BOO ANC ,� Groundwater Overlay i1 0� �A Project Valuationl5' °'O Con struction Type f 'L D�`n�- Lot Size -35-i Ze5-° - urandfathered° CJ Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure ITN Historic House: 0 Yes ,No On Old King's Highway:)4 Yes ❑ No Basement Type: piFull LI Crawl ❑Walkput ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) N�4S�rz0 Number of Baths: Full: existing 3 new O Half: existing 0 new © Number of Bedrooms: 3 V. existing °new Total Room Count (not including baths): existing .5 - _new O First Floor Room Count 3 Heat Type and Fuel: If.Gas ❑Oil ❑ Electric ❑Other Central Air: %YesCC'' CI No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garagd'CL existing ❑ flaw size_Pool: ❑Va r g CInew size _ Barn'Dr/Asting ❑ new size_ Attached garage: existing 0 new size _ShedAlePxisting ❑new size Other: ist Zoning Board of Appeals Authorization is Appeal # Recorded 0 Commercial 0 Yes ) No If yes, site plan review# Current Use 4 Lkr& Frtitik I Proposed Use sA Z APPLICANT INFORMATION (BUILDER OR HOMEOWNER) M��W�-I(l � � L .pd�t.tl Name US t OESS 7t2.10T . Telephone Number 5b ' -1 �S Z.YO Address 1,5" - �2 License# S 1 367 C +� . mi (Y ,3 Home Improvement Contractor# I t-7 O z9 Email S aa ue_ee L-si-vf UveICD CO-m WC�Sc�oso�y.Z((,�,�rl f Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5 If -C-6 SIGNATURE W l7v�c "_d A0-*1.MA g-`22--- 17 DATE • Town of Barnstable % Regulatory Services �EtA �' Richard V.Scali,Director D a'u• Building Division Tom Perry,Building Commissioner 200 Main Street.Hyannis,MA 02601 www.town.barnstablema.as Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder kathteen A.Connors ,as Owner of the subject property hereby authorize (� Companies Business T to act on my behalf, in all matters relative to work authorized by this building permit application for. 1112 Wirgfoot Drive,Cummaquid/Bamstab(e.MA (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. CJY' - lNl Signature of Owner Signature of Applicant 10, jun eannols Ui wt tom+ iut,isH Print Name Print Name l l�s � i IF 0 R 'PE ®IC MEMBER REPORT Level,Roof:Drop Beam Ridge Beam PASSED • 3 piece(s) 1 3/4" x 22" 2.0E Microllam® LVL Overall Length:37'1" + + o 0 y . jd 1__I 36' 1__I CI All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 6558 @ 5" 25594(6.50") Passed(26%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 5718 @ 2'4 1/2" 27431 Passed(21%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 58096 @ 18'6 1/2" 105622 Passed(55%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.867 @ 18'6 1/2" 1.208 Passed(L/502) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 1.533 @ 18'6 1/2" 1.813 Passed(L/284) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 7'6"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 37'1"o/c unless detailed otherwise. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead RLiveof o Total Accessories 1-Column-PSL 6.50" 6.5C" 1.67" 2850 3708 6558 Blocking 2-Column-PSL 6.50" 6.5C" 1.67" 2850 3708 6558 Blocking •Blocking Panels are assumed to carry no loads applied direztly above them and the full load is applied to the member being designed. Tributary' Dead Roof Live Loads Location(Side) Width (0.90) (non-snow:1.25) Comments 0-Setf Weight(PLF) 0 to 37'1" N/A 33.7 1-Uniform(PSF) 0 to 37'1"(Front) 8' 15.0 25.0 Roof Weyerhaeuser Notes (r�)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdictioi.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or testes in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 8/26/2017 12:21:53 PM Karen Kempton Forte v5.3,Design Engine:V7.0.0.5 Karen B.Kempton Architecture Connors.4te (508)362-3447 karenkempton@comcasl.net Page 2 of 5 li! FORT 0RT w MEMBER REPORT Level,Roof:Flush Beam PASSED E 2 piece(s) 1 3/4"x 11 7/8" 2.0E Microllam® LVL Overall Length:35'9' + i + O 0 1 L E 14'1' 21'& ,l' o a El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 8157 @ 14'1" 8181(5.50") Passed(100%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4112 @ 15'3 5/8" 9081 Passed(45%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-Ibs) -15735 @ 14'1" 20525 Passed(77%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2009 Live Load Deft.(in) 0.609 @ 25'7 7/16' 0.712 Passed(L/421) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Design Methodology:ASD Total Load Deft.(in) 1.052 @ 25'8 5/8" 1.069 Passed(L/244) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'9"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'9"o/c unless detailed otherwise. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Live Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 630 644/-238 844 2118/-238 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 5.50" 5.48" 3653 2288 3718 9659 None 3-Hanger on 11 7/8"LVL beam 3.50" Hanger' 1.50" 1419 936/-15 1485 3840/-15 See note 1 •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 24-SOS self-drilling 16-SDS self-drilling 3-Face Mount Hanger MGU3.63(H1=9.25) 4.50" N/A wood screw 0.242 dia. wood screw 0.242 dia. x 2 1/2" x 2 1/2" Tributary Dead Floor Live Snow Loads Location(Side) Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 35'5 1/2" N/A 12.1 1-Uniform(PSF) 0 to 35'9"(Front) 6'6" 15.0 - 25.0 Snow 2-Uniform(PSF) 0 to 35'9"(Front) 5' 10.0 20.0 - Weyerhaeuser Notes @ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,Job Notes 8/26/2017 12:21:53 PM Karen Kempton Forte v5.3,Design Engine:V7.0.0.5 Karen B.Kempton Architecture Connors.4te (508)362-3447 karenkempton@comcast.net Page 3 of 5 4 F 0 R T E® MEMBER REPORT Level,Floor:Flush Beam Header PASSED ` �, IG 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6' + • o - [ 6' U 0 P All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern)[Group] System:Floor Member Reaction(Ibs) 2477 @ 5'10" 2869(2.25") Passed(86%) -- 1.0 D+0.75 L+0.75 S(All Spans)[1] Member Type:Flush Beam Shear(lbs) 2444 @ 4'11 1/4" 2872 Passed(85%) 1.15 1.0 D+0.75 L+0.75 S(All Spans)[1] Building Use:Residential Moment(Ft-lbs) 3674 @ 4'4" 3946 Passed(93%) 1.15_1.0 D+0.75 L+0.75 S(All Spans)[1] Building Code:IBC 2009 Live Load Defl.(in) 0.033 @ 3'3 1/8" 0.142 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans)[1] Design Methodology:ASD Total Load Defl.(in) 0.059 @ 3'3 1/16" 0.283 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans)[1] • Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 5'10"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'10"o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Snow Total Accessories Live 1-Stud wall-SPF 3.50" 2.25" 1.50" 432 308 393 1133 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.94" 1100 748 1092 2940 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Snow Loads Location(Side) Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 5'10 3/4" N/A 7.0 1-Uniform(PSF) 0 to 6'(Front) 1' 12.0 20.0 - Residential-Living Areas Linked from:Roof: 2-Point(lb) 4'4"(Front) N/A 1419 936/-15 1485 Flush Beam,Support 3 Weyerhaeuser Notes Y`'SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodpraducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 8/26/2017 12:21:53 PM Karen Kempton Forte v5.3,Design Engine:V7.0.0.5 Karen B.Kempton Architecture Connors.4te (508)362-3447 karenkempton@comcast.net Page 4 Of 5 I F 0 R T E ® MEMBER REPORT Level,Floor:Drop Beam Deck Beam PASSED IG 3 piece(s) 2,x 10 Southern Pine No. 2 Overall Length:23' + i + O 0 I. I-,- rI II II - . 1.1 u .. 7'8' x T 8' X 7'8" 4.o a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual©Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4430 @ 7'8" 13984(5.50") Passed(32%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(Ibs) 1769 @ 6'8" 4856 Passed(36%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -3185 @ 7'8" 4279 Passed(740/0) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.051 @ 19'1 9/16" 0.244 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.057 @ 19'1 15/16" 0.367 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/360)and TL(1./240). •Top Edge Bracing(Lu):Top compression edge must be braced at 23'o/c unless detailed otherwise. • • Bottom Edge Bracing(Lu):Bottom compression edge mus.be braced at 21'11"o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Column-SPF 5.50" 5.50" 1.50" 261 1530/-171 1791/-171 Blocking 2-Column-SPF 5.50" 5.50" 1.74" 666 3765 4431 Blocking 3-Column-SPF 5.50" 5.50" 1.74" 666 3765 4431 Blocking 4-Column-SPF 5.50" 5.50" 1.50" 261 1530/-171 1791/-171 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location(Side) Width (0.90) (1.00) Comments • 0-Self Weight(PLF) 0 to 23' N/A 10.6 1-Uniform(PSF) 0 to 23'(Front) 7' 10.0 60.0 Residential-Living Areas /� Weyerhaeuser Notes ( 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be lin accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 8/26/2017 12:21:53 PM Karen Kempton Forte v5.3,Design Engine:V7.0.0.5 Karen B.Kempton Architecture Connors.4te (508)362-3447 karenkempton@comcast.net Page 5 of 5 g ® R ® Connors 4 e JOB SUMMARY. t REPORT • Oi:Level Member Name Results Current Solution Comments Roof:Drop Beam Ridge Beam Passed 3 Piece(s)1 3/4"x 22"2.0E Microllam®LVL Roof:Flush Beam Passed 2 Piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL _ Floor:Flush Beam Header Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Floor:Drop Beam Deck Beam Passed 3 Piece(s)2 x 10 Southern Pine No.2 • Forte Software Operator Job Notes 8/26/2017 12:21:53 PM Karen Kempton Forte v5.3,Design Engine:V7.0.0.5 Karen B.Kempton Architecture Connors.4te (508)362-2447 karenkemp:on@comcast.net Page 1 of 5 -N- SSc3 O� 16. �• , •0O pc� O LOT 173 21 C.p2 PLAN BOOK 235 ��A 2 ' �,?0' PAGE 149 2 35200 . 00 SO FT 0 . 808 ACRES PROPOSED �, , DECK O 9B DECK EXIST. 4 (TO BE REMOVED 'AVED DRIV XISTINGA RESIDENC SHED o ,,v> O p0 COV. O' i`R NPOR. 22 e2 A l. 9 „ pG S O � pVA3` ;pp c)(p 2' mot MICHAEL cyG` , SQ , o S. ` CD LADUE cA`- Z „ No. 37560 t • O A P ARE � 3. PLAN OF PROPOSED DECK ,. , 'r°IV err LOCUS: 112 WINGFOOT DRIVE, BARNSTABLE, MA PREPARED FOR: EASTWARD COMPANIES, INC. LADUE LAND SURVEYING DATE: 8/29/17 MICHAEL S. LADUE, P. L . S. SCALE: 1 ' =40 ' 51 CAPTAINS VILLAGE LANE BREWSTER, MA 02631 I HEREBY CERTIFY THAT THE STRUCTURES SHOWN 508-246-3582 ON THIS LAN XIST ON THE GROUND AS SHOWN HEREON. ,fo Ls5 . # 1/ 2 I o: 1b084b23/4 ;5088889609 UJ-Li-Iti,U , /-kM,hrom: 1 1 1 1 I i EAT. t I, 1--.. .. ....--,...-L '".-....:,... 1 Dnsit:kgiv,-.ii '.1,„ ?,,.-., 4.,i•,-f'.;iskli.r•:,r,`: Company Name ----- , • , Phone Number - 2 Appllcator Name . 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Heatlok'is a two component,closed cell,spray applied^rigid polyurethane foam system.This product uses recycled plastic materials,rapidly renewable soy oils,and the blowing agent has zero ozono depleting potential.Heatlok complies with the Intent of the International Code Council's residential and commercial building codes and Is commonly used as a thermal insulation,air barrier,vapor retarder and water resistive ban-ier in above grade,below grade,interior and exterior applications. .,..'rr:lk. .'r.,,:N:..'..M,.:":,r:�:�;:� ,'1�'w 1�� NA1:•�..j:f1: ':i:;r�t2w: r �- 1 r...�.. � .... I✓";r :�l,i.. �n r rTr!• ♦.�. �.;(:ti,: .,fJi�` y`{., ?:lji. �•::�..y ":{:�,... ...r,..;r_:... . .MY•.. r �',�!�+7.,.;C,>�.�r,.'4;v1,::;:":,ii:ris!� .rr"'r;''!'�� �;:i:f:::i ,SS .;:�;y ASTM D 1622 Density n._.,,, .,...,..s:;'__r,;,.sF.r i ."' ,;;;'' ' . 2.1 lb/ft' 33.6 kg/m' ASTM C 518 Aged Thermal Resistance(R-':si;.c I See ESP 3210•Table 1 for adr ltic.-:niq:', !1.e st!c?n ?.4 ft'h°F/BTU 1.3 Kmj/W ASTM E 283 Air Leakage @ 75 Pa @, 1" -"r ASTM E 2178 Air Permeance @ 75 Pa @ 1" <0.02 L/sm' ASTM E 96 Water Vapor?ermeance @ 1,2" Qualifies as a Class II vapor barrier per IBC Section 202 i perm <57.2 ng/Pa•s-m' ASTM D 1621 Compressive Strength 28.7 psi 198 kPa ASTM D 1623 Tensile Strength 46.2 psi _ 319 kPa ASTM D 2126 Dimensional Stabllity @ 156°F(70°C1 :' ii H. (%volume (1Fr8 hrs,sample without any sl.ibt,.r a ' + ,'. change) -1.37/-0.42/+0.27 CA Spec 01350 VOC Emissions Standard Compliant ASTM C 1338 Fungi Resistance No fungal growth ASTM D 2856 Closed Cell Content -90,% '.l'. .niU;i,i;••'+1+"�.J;.i:'''ir:t'M1t^4'r-;1.:C::, iMr::'$:'v i`T;rr�^P r. P.^l^rn'n 'e ,�s:'„ _ .., . . :. t;l(.•rv;: rig, ,.1i:rf•...d:,�...((1 � +A .,wr r).,r,�,r_ 1,,ei:4'��.'.(' lext+a: ":<i;'¢,.,:.:.. .�n,�. •�:'-,'.4i';rv...e, r_..::..-.,;:'1'. .yl.' ...{ : .I:,�.1 '1 =p I♦ S.i•r"`.cr.l to !, n,t:.itr::�r":::,:y;i:::r. ( lr::rr..r•„ill;Ay,r,.,-7..U:a�7 ^i, -f r Jata� ,.,1.vr, MS 1�)' <9G�r1 "fv •t,:.r.;.,,.....,..r:; `''. ... :,.. > _ rae,r. `:Sul:: yrr,,.S• .n'r' %ig>!?v4 �rr,",:-'�nor,la., � ASTM E 84 Surface Burning Characteristics,4"thick Class I Flame Spread Index Smoke Developed20 400 NFPA 286 Ignition Barrier-Compliant with 2006,2009&2012 IBC and IRC,and'cc-es AC-377 Appendix X.for use in attics and crawl spaces without a prescriptive ignition barrier,thermal Pass barrier or Intumescent coating. NFPA 286 Thermal Barrier-Compliant with the 2006,2009&2012 IBC and IRC,as an Interior finish - without a 15 mirute thermal barrier with Blazolok'TBX at 11 mils dry film thickness: Pass ASTM D 1929 Ignition Properties(Spontaneous ignition temperature) "7`�. t"1a.,t—c„ •.S+,1jw1r�'L}°+..r.,r�(�,, P 1 J.e, —_LJ t rL'*'�"..r rv'^''••` :v>n':;�,::::..�i:....y,,.;... • Palyols Containing Recycled and Renewable Content -40% Renewable Content """" • 13.5% Pre-Consumer Recycled Content Post-Consumer Recycled Content In Progress Total Recycled Content In Progress In Progress i.:..o.:..r.. ,.�:', .y.<,i;n ,.r.^Y.1,1r,4:ia'�r'r^i Q•, ~Y 1.. ,rrm{_,...��;l..,r:..�:. S:h,. r:F:i(41 ..a,. :.h' `dam•r.dr.� w«yrr��yM..44 •'iny;. E.9 s Ic: �. .°fC..,.,/-.Y,._ '...j:i;:l:c;.rt„. ::V:.>^;;H;;,i1:4': Yr'I.�"''�}. Gh:`.Ai+� "�i5:1P •h.rR>. ;;r.. .°sy',._r.,:,.,�^`-,:'!.;h.. Cream Time L4RIW fl k;;;vi:QJr.Yri:i::'iris" �2';G^ri'• r �l'ri�`4 fLr,:•,..q:Al Gel Time Tack Free Time _ End of Rise 0 1 seconds 2-4 seconds I 3-5 seconds 4-6 seconds NPI i!i0 3315 E.Dlw:aon Street,Arhnglon,Tx 76011 Phones(817)640-4900.Toll Free(P77)336-4532 Heatlok'rLast Rnl Oats Sheet Fax(817)833-2000,1nt0�@Demilec.com,www.Demilec,00m d E()7- f`1 JII lUi Last Rewslvn I of 2 �� `� ��+ ` U�;�i� ��"� Page7of2 --- -- 31$d1SN/Ib9 40--NMOI Town of Barnstable ° t� ' ost"fhis C�r.,d So T==hat�#is U�sible�Frc�mthe Street°�ApprovedPlans Mus be Retained'on Job;antl this Gars!°Mus�ttbe'Kep i . Posted`Until Final Irtspec'tion Has Been IVl alloti �s ,,,,` ,;, Where a Certificate of Oceu anc is-Re a reda,such Bwldtn shall;Not be Gtccu 1tl untti ai Fln4,94ns ,action<.hasbeentmatle, `$�, ��r 7 ....) Permit No. B-16-3535 Applicant Name: Mike McMahon Approvals Date Issued: 01/03/2017 Current Use: Structure Permit Type: Building-Insulation Expiration Date: 07/03/2017 Foundation: Location: 112 WINGFOOT DRIVE,BARNSTABLE Map/Lot: 349-083 Zoning District: RF-1 Sheathing: ' i , , Owner on Record: BECKER,PAULA D �r �,� � Contactor Name: MICHAEL T MCMAHON Framing: 1 Address: 170 JAMESTOWN ROAD Contractor License: _,CS-068111 2 LEOMINSTER,MA 01453 " ',, ��,�. Est Protect Cost: $5,100.00 Chimney: Description: Weatherization,air sealing,weather stri in °and blown cellulose P g PP g .: Permit Fee: $85.00 Insulation: Fee Pakd $85.00 Project Review Req: Weatherization,air sealing,weather strlppmg and blown `�• r cellulose Dale: 1/3/2017 Final: t . ,. r-,, Plumbing/Gas Rough Plumbing: f ,',. ., , Building Official Final Plumbing: 7 This permit shall be deemed abandoned and invalid unless the work autI zed by this permit is commenced within six months after issuance. � � Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents forty ich this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning bylaws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by theiBuild g and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work ' wk 1.Foundation or Footing � ,' S. Rough: 2.Sheathing Inspection � �� � 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to,be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department ,. Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1 • . • Mckechnie, Robert From: Mckechnie, Robert Sent: Friday, December 16, 2016 10:01 AM To: 'Mcmahoninsulation@gmail.com' Subject: Application for 112 Wingfoot Drive, Barnstable Good Morning, Your application for weatherization at the subject property will not be considered until we have received the payment for the application fee and the permit fee.The total due for both is$85.00. Please either pay online or by mail or in person (cash or check). Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 tie Town ®f yip aICICIlstable RECEI T-7 NAM 200 Main Street, Hyannis MA 02601 508-862-4038 1659. ►� Application for Building Permit Application No: TB-16-3535 Date Recieved: 12/1/2016 Job Location: 112 WINGFOOT DRIVE,BARNSTABLE Permit For: Building-Insulation Contractor's Name: MICHAEL T MCMAHON State Lic. No: CS-068111 Address: , PLYMOUTH, MA 02360 Applicant Phone: (781) 831-1234 (Home)Owner's Name: BECKER,PAULA D Phone: (978)808-5622 (Home)Owner's Address: 170 JAMESTOWN ROAD, LEOMINSTER,MA 01453 Work Description: Weatherization,air sealing,weather stripping and blown cellulose t t tJI Total Value Of Work To Be Performed: $5,100.00 rn Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Mike McMahon 12/1/2016 (781)831-1234 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,100.00 Date Paid Amount Paid i Check#or CC# Pay Type Total Permit Fee: $85.00 Total Permit Fee Paid: $0.00 . THIkS IS NOTA'I' 9fT7 TO N OF It AR1� STD. I ILE 1 BASdSTAL'L$; i APPLICATION FOR PERMIT TO Construct Residential House TYPE OF CONSTRUCTION Frame Ju.ly....27 19..7.2.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...Lo.t...1.7..3.,...19.ingloo.t...pr.a.ueK.,....C> t4 l.aqu.a..a... g.],.g ts., $p.rnstable Proposed Use RE Zoning District RE Fire District Barnstable . '..' d Lexington , Mass . Name of Owner ...C.li.ffoSd...B..' C.a.S.t�:`Q .,, Address ...3...�Q.�,�.�...�9.�:...a.................� x Name of Builder ...Mc.A.be.e...Ass.o.c.ia.ta.s , , Address .4.Z.7.... .ain Street , Yarmouth Port ,Mass . Name of Architect ....Mer.w.in...E.r.e.ernan Address ...X.a1".I11.0Uth Port , Mass . " Number of .Rooms 7 (4' tars , 3 hthS) Foundation ..pQ.0 .d 8" wall Exterior .s.h.in.gl.e.s...an.d..V...g.ro.ve...b.Qaxd. Roofing ...asphalt Floors woad Interior ...clrywafl Heating ....g.as hot water Plumbing copp.e.r Fireplace 2 Approximate Cost ...$.44.,.0O.Q.. 00 . Definitive Plan Approved by Planning Board 19 72 0° Diagram of Lot and Building with Dimensions . 0- / 7 __-- I G FOR /o I . SUBJECT TO APPROV. efROAh FQ ' RGF DISPOSAL5 ... .E PROPOSED yiv\\' �� _�S'DER s�PPL A� � �rrDANITARYwA` o� �► 'rL ~ AND. D�=AINA 5 BE -CAB a� �� TORN OF BARNS BOARD ��" ��.��--rri 9- I ,-. OBTAIN SEWAGE G A LICENSED N5 ti ALt. -M i PERMIT. AND INSTALL . .YST 1I, j �l vi 304. _ _ Gµ �— — 4°li � _- N .b .M t7 1 i I 4 • 4 I 'eO of • SaGette----771. ;) 4/2--' 1 at/ 'ao tOrly� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..4. 614e741 i- Castle, =Clifford B. > No 15308 Permit for one story , single family dwelling Location. jla Wingfoot Drive i owner Clifford B. Castle I 1 • Type of Construction frame Plot Lot #173 Permit Granted. . . .July 27 .19 72 _ SAO 2— TIROVI Si:). Date of Inspection 19 Date Completed. . . Y 071 .�4 f . .19 C 0 iVe..4-7-02